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3 <br />J <br />w <br />I <br />a Lo <br />0 <br />0 <br />0 <br />Q <br />M <br />J <br />LO <br />0 <br />I <br />N <br />N <br />lf') <br />LLD <br />0 <br />i <br />ID <br />N <br />a <br />N <br />O <br />a <br />o <br />co <br />0 <br />i <br />c, <br />J <br />M <br />N <br />C <br />04 <br />LO <br />0 <br />0 <br />0 <br />0- <br />N <br />0 <br />Ln <br />0 <br />0 <br />d <br />Z <br />w <br />m <br />V) <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T TO PRODUCT <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />APPROVAL FOR CONN 1x4 X 4 <br />,, <br />1x4 P.T. 3/16" 0 X 3" LONG FURRING 2 <br />FURRING <br />3-1/4" LONG X 3/16" 0 �r , � FURRING TAPCONS O ROWS 3/16 x 3-1/2 <br />TAPCON @ 16" O.C. & 4" 2X8 <br />TAPCON. INTO <br />STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />PER MANUFACTURE 1 DETAIL 2' EDGE DIST. ATTACH <br />MASONRY THROUGH 1-1 /2" " DETAIL 1x8 w/ (2) ROWS 8d NALS <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. <br />TO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER <br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 F 1/2" DRYWALL <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. x 3-112" TAPCON @ 16" 1x4 <br />(2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRINI <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ <br />2x8 P.T. ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />2x DETAIL 2 I A If DETAIL STAGGERED @ 12" O.C. -1-1 /d11 nFTA II <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" Q.C. AT BUCK <br />2 x 8 45A DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH <br />ARCH DETAIL K�J_�_ <br />SCALE: N.T.S. SS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK- — <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX <br />tr SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK --- <br />Z-O" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7116" OSB ARCH PANEL <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />13-13 ARCH DETAIL rK <br />SCALE: N.T.S. SS <br />2'-0" <br />SECTION <br />A -A <br />8" <br />1/4" x 31/4" TAPCONS <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8" <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />EQUAL 4' MAX. RAD. <br />PROPER INSTALLATION MAX.B <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP,) <br />STD. 90' <br />HOOK (l <br />1. <br />EJ <br />1/11, <br />ml�L <br />±5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />;APACI I Y = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4YZ" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />JACK TRUSS PROVIDED BY--/ <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />.100 <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />HIP. <br />DESIGNED ONLY FOR THE <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />Q.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" =1'-0" SS <br />GLASS BLOCK INSTALLATION NOTES <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />#5 CONT. TOP &MID OCCURS <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN. 3" COVER <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />6'4' F. <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) 001 <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />" PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />_I 1=I 11=1 11=1 I I <br />1—I T�1 I1= i —I I —T- <br />I,Tr�,-r <br />- <br />n' <br />6 I <br />PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />T III_T <br />- - <br />.o T �—I <br />" COVER PANEL REINFORCING WITH UPPER HALF 0F MORTAR BED AND ROWEL <br />- <br />- REINFORCING PANEL <br />- - - <br />- - - <br />SMOOTH. DO NO FURROW. <br />=1 11= <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o III-1Tf- <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />o, p . <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />co z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />r c <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ 2) #5 REBAR. (1-STORY) <br />( <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />FILLED CELL PER <br />FOUNDATION PLAN <br />® UNACCEPTABLE INSTALLTION <br />,® D0 NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />® #5 REBAR (TYP,) ' <br />® <br />kR <br />3!4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4"O.C., <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2 ROWS STAGGERED <br />AD. 90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 1 Old <br />@ CHORD,AND (8) <br />YP.) ®® <br />CO NAILTTM S <br />1 Od @ TRUSS <br />WEB <br />- <br />E713 <br />440 <br />:j/ <br />TTE; <br />t[BOTTOM <br />4% <br />P SHEATHING TO <br />OF BAND <br />IST TYPICAL <br />NOTCH**B @ FIRST COURSE <br />MPSON HGAM10KTA @ 12" O.C. <br />- <br />® ® <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4-W 3/4" <br />THE <br />:S <br />TITEN INTO K.O. BLOCK <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />BRIG WALL TYPE -1-- <br />PER PLAN <br />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE I <br />2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (") <br />• ALUM DRIP EDGE <br />2x SUB FASCIA <br />'— CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />w/ 3-12d NAILS, TYP. ("") <br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />- CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ <br />MIN. 1" EMBEDMENT @ 16" O.C.) <br />WOOD wl 0.148"x 3 1/4" @ 16" O.C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />STRUCTURAL SOFFIT <br />SFO 1 SCALE: 3/4" = 1'-0" ("") FOR ALUMINUM SOFFITS 71'-4" <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />MID BLOCKING NOT REQUIRED <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />BLOCKING PER R704.2.1 <br />"REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." <br />?x <br />+ + �' <FNGrjy <br />+ + <br />+ + <br />TRUSS <br />2X4 SYP — <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />" DOUBLE 2x4 SCAB FOR 2-6" TO 4'-0" O.H. <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />/ + REQUIREDTO <br />}7I , + SUPPORT SOFFIT <br />CENTER SOFFIT <br />PRECAST LINTEL J <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. T-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = 1'-0" SS <br />CFF Cl-IFI=T fly ANn <br />SIMPSON HTT4 w/ (18) 10d x 1 <br />1/2" NAILS TO STUDS & (1)- <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE:31 - <br />Z <br />0 <br />U_ <br />0 <br />w <br />U <br />U <br />U) <br />FILL 1 St 4 COURSES <br />SOLID W/GROUT <br />° <br />a: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />,° . <br />OVERHAN <br />e:. <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. <br />1 r-011 5'-0" <br />° ►.. #5 BAR <br />° . .• ° CENTERED W/ g <br />' a <br />a ° 9 IN TOP o <br />• KNOCKOUT / N <br />° CHAIR BLOCK <br />- <br />MONO FOOTING . • a s <br />SIZE AND REINF. PER PLAN - <br />AND SECTION DETAILS <br />CLEAN FILL a :a °. ° a <br />DIRT ? Z <br />FSUTANDARD <br />#5 BAR IN o <br />o HOOK N <br />FILLED CELL, L I, <br />s° <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6' EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />rm u0..c1 ,°, nn°,n <br />SAW CUT <br />EXISTING FOOTING A SECTION <br />1 SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />c� <br />N <br />N <br />2 <br />Z a <br />7 W <br />='f . o ca. <br />= 97 <br />o an <br />r c u Cl- <br />C., <br />d <br />ca- <br />o <br />CC , <br />a u <br />w <br />0 vv IV <br />LU <br />• <br />L <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />V) <br />W E <br />o N 8 <br />!a <br />V a) W C co <br />oo <br />rn�0 <br />d <br />NMLu <br />LL o <br />a <br />Z cc C: n <br />I--� o <br />t4 C � <br />W <br />LLI U)rn m w <br />Z � mZ a J <br />�K <br />L IL <br />N <br />O <br />O U U <br />Z <br />W 171 El <br />N M <br />Z <br />N <br />o13 <br />z o � <br />� <br />J <br />co <br />co <br />Vi Z a <br />LL <br />)4­1 <br />a <br />w w <br />a � <br />U <br />O w S <br />wa <br />� w <br />.o <br />Nru co <br />U C <br />W <br />J <br />F — E <br />all <br />1 <br />zl� <br />L 8 <br />_ N <br />U o N <br />co <br />Of°� <br />¢ o <br />m <br />o <br />w <br />CM <br />m <br />J <br />03 <br />Z <br />a <br />LL. <br />ca E <br />zo <br />>M <br />ao <br />CL p <br />C, U <br />of <br />z <br />z® <br />oa <br />ray <br />QE <br />o <br />Sao <br />00 <br />L <br />ao <br />wo <br />.w <br />�o <br />¢ p <br />O <br />W <br />m <br />Z <br />Z <br />m •J <br />"m <br />az <br />¢ ° <br />oa <br />z <br />g0 <br />W <br />co <br />a <br />a <br />Nw <br />o <br />w< <br />1, <br />;o <br />v <br />zlQTo <br />aF <br />3 <br />0O <br />Ln <br />prT <br />c� <br />M <br />CN <br />LO <br />L <br />Q <br />�, <br />�/ r co <br />r <br />�J�J a <br />r / <br />N <br />m _LO <br />LO <br />O FD <br />O <br />Q o <br />LO <br />T_ <br />L0 <br />T— <br />CAM T_ <br />M � LO <br />o <br />Z <br />W <br />Z <br />E CV <br />ca <br />a <br />U Q p <br />JOB <br />NO: 23-06125 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />